
Fully threaded studs are widely used in applications such as pressure vessels, high-pressure piping, and heavy machinery connections. Their fracture poses a direct threat to operational safety and can even lead to accidents; therefore, emergency response and root-cause remediation must be carried out according to standardized procedures.
First, the cause of the fracture must be identified to determine the appropriate course of action. Common causes fall into three categories: (1) Stress-related factors, such as improper preload control (over-tensioning or uneven preload), fatigue failure due to sustained cyclic loading, or plastic deformation and fracture resulting from long-term superimposed tensile stress; (2) Material and corrosion factors, such as material incompatibility with operating conditions, stress corrosion cracking in acidic/alkaline or high-temperature/high-pressure environments, or internal material inclusions and insufficient strength grades; and (3) Installation and maintenance factors, such as thread contamination (metal filings or oil), thread damage caused by forceful hammering during installation, or exacerbated stress on the stud due to prolonged equipment operation at excessive temperatures and pressures.
On-site emergency handling must prioritize safety. If the fracture occurs on pressurized equipment, the pressure must first be slowly released in accordance with operating procedures; work may only commence after the pressure has been fully vented, and disassembly under pressure is strictly prohibited. When removing the broken stud remnant, methods that do not damage the threaded hole must be employed: one may drill a shallow hole in the center of the remnant and use a reverse-thread tap to slowly back it out; if it cannot be unscrewed, electrical discharge machining (EDM) can be used to separate the remnant from the hole, or a copper rod can be used to gently tap the area around the remnant, utilizing vibration to dislodge it—brute force hammering that could damage the threaded hole must be avoided. For temporary replacements, a fully threaded stud of the same specifications and strength grade must be selected, and the preload must be controlled according to standards to prevent new instances of uneven stress distribution; if the location requires a high-integrity seal, sealing performance tests must be conducted following the emergency repair, and the equipment may only be restarted after confirming there are no leaks.
Subsequent root-cause remediation is required to thoroughly eliminate the underlying risks associated with the fracture. After removing the fractured section, the root cause of the failure must be identified through macroscopic fracture analysis, material composition testing, and stress simulation calculations. If the failure is due to fatigue, it is necessary to check for abnormal equipment vibration or excessive cycles of pressure and temperature fluctuation, and to optimize operational processes and stabilize running parameters. If stress corrosion cracking is the cause, the stud material should be replaced with a corrosion-resistant alternative, or anti-corrosion treatments such as passivation or coating should be applied. If uneven preload is the cause, installation procedures must be standardized; a diagonal, symmetrical tightening method should be used, applying torque in two or three stages to reach the specified value and ensure uniform loading across all studs. If installation damage is the cause, the thread cleaning process prior to installation should be optimized—using specialized brushes—to prevent installation with debris in the threads.
Subsequent preventive measures must be institutionalized to ensure long-term effectiveness. During the selection phase, materials must be strictly matched to operating conditions: heat-resistant alloy steel for high-temperature environments, and corrosion-resistant materials such as duplex steel or nickel-based alloys for corrosive environments. Quality must be strictly controlled throughout the installation phase; torque tools should be calibrated regularly to ensure preload meets standards. During routine maintenance, a status log for the studs should be established, with regular inspections for corrosion, loosening, or deformation, and increased inspection frequency for components exposed to high temperatures and pressures. Regarding operations, excessive temperatures and pressures must be avoided, and sudden load fluctuations that could impact the studs should be minimized to reduce the risk of fracture.
Addressing fully threaded stud fractures requires balancing safe emergency response with thorough root-cause remediation; implementing standardized, closed-loop management processes ensures the long-term, stable operation of the equipment.
E-mail:astm@ksasme.com

Mr. Zhang

Ms. Wang